Structural Plans 20220173 - 10 Natasha Structural Issue 190123 · OPW22/0299

                                                                                                                                                                                                                                                                         N16-200
                                                                                                                                                                                                                                                                                                                                                                    N12-250




                                                                                                                                                                                           12N16-200 EXTRA
                                                                                                                                                                                           4000 LONG




                                                                                                                                                                                                                                     4N16-200 EXTRA
                                                                                              N12-250




                                                                                                                                                                                                                                     4000 LONG
                                                                                                                                                                      4N16-200 EXTRA
                                                                                                                                                                      4000 LONG
                                                                                                        N12-250                                                                                                                                                         N16-200




                                                                                                                                                                                                                                                                                                                             N12-250
                                                                                                                                                                                                                                 4N16-200 EXTRA
                                                                                                                                                                                                                                 4000 LONG




                                                                                                                                                                      4N16-200 EXTRA
                                                                                                                                                                      4000 LONG
                                                                        N16-250




                                                                                              N12-250




                                                                                                                                                                                                        N16-200
                                                                                                                                                                                           12N16-200 EXTRA
                                                                                                                                                                                                 4000 LONG
                                                                                                        N12-250                                                                                                                                                         N16-200




                                                  K1, K2 & K3 VILLA GROUND FLOOR BOTTOM REINFORCEMENT PLAN
                                                  SCALE 1 : 50
                                                                                                                                                                                                  2 N20 TRIMMERS TOP
                                                                                                                                                                                                  AND BOTTOM               SLAB BOTTOM REINFORCEMENT NOTES                             BEAM BOTTOM REINFORCEMENT NOTES
                                                                                                                                                                            300                   TYPICAL U.N.O.
                                                                                                                                                                                                                           •   LAPS TO SLAB REINFORCEMENT TO BE AS PER TABLE ON        •    LAPS TO BEAM REINFORCEMENT TO BE AS PER TABLE ON
                                                                                                                                                                            MIN.
                                                                                                                                                                                                                               DRAWING S001 UNLESS NOTED OTHERWISE ON PLAN                  DRAWING S001 UNLESS NOTED OTHERWISE ON PLAN
                                                                                                                   LAY 1st & 4th                                                                                           •   REINFORCEMENT IS TO BE DISPLACED AROUND                 •    FOR PENETRATIONS LESS THAN Ø100 LOCALLY DISPLACE
                                                                                                                                                                                                  SLAB REINFORCEMENT           PENETRATIONS, NOT CUT. PROVIDE N16-200 INFILL BARS.          SIDE FACE REINFORCEMENT AND PROVIDE 1 N16 x 600
                                                                                                                                                               MIN.
                                                                                                                                                               300




                                                                                                                                                                                                  COGGED AT PENETRATION.   •   PROVIDE 1 N16x1500 LONG TRIMMER BAR AT ALL RE-ENTRANT        LONG TO EACH PENETRATION FACE AT EACH SIDE OF
                                                                                                                                                                                                                               CORNERS.                                                     BEAM. PENETRATIONS LESS THAN Ø100 MAY NOT BE
                                                                                                                                                                                                                           •   ALL DISTRIBUTION REINFORCEMENT TO BE N12-300 U.N.O.          SHOWN ON PLAN.
                                                                                                                      LAY 2nd & 3rd




                                                                                                                                                                                                                                                                                       •    ALL BEAMS TO HAVE N12 LIGS AT 300 CRS. UNLESS NOTED
                                                                                                                                                                                                                                                                                            OTHERWISE ON PLAN.
                                                                                                                                                                                                                                          300 TYP.
                                                                                                                                                                                       LAP LENGTH                                                                                                   300 TYP.

                                                                                                        LAYING SEQUENCE U.N.O.                                                            TYP.
                                                                                                        BARS REQUIRED IN OTHER SEQUENCE
                                                                                                        ARE TAGGED ON PLAN THUS:-
                                                                                                        (1) LAID 1ST, (2) LAID 2ND                                                                                                                      LAP LENGTH
                                                                                                        (3) LAID 3RD, (4) LAID 4TH
                                                                                                                                                       NOTE:
                                                                                                                                                                                                                                                      REFER DRG. S001
                                                                                                                                                       FOR PENETRATIONS LESS THAN 300 SQ. REINFORCEMENT
                                                                                                                                                       IS TO BE DISPLACED NOT CUT. PROVIDE N16-200 INFILL BARS.                                                                                                        LAP LENGTH
                                                                                                                                                                                                                                              SLAB BOTTOM REINF. SCHEMATIC

      500mm       0          500    1000   1500   2000                                                                                    TYPICAL SLAB PENETRATION DETAIL
                                                                                                                                                                                                                                                                                                                     REFER DRG. S001

                                                                                                                                                                                                                                                                                                     BEAM BOTTOM REINF. SCHEMATIC
                                                                                                                                                                                                                                                                                                                                                                                                INFORMATION
 1 :50                                                                                                                                    SCALE 1:20
                                                                                                                                                                                                                                                                                                                                                                                                    NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                       Client                                         Status                                Title
                                                                                                                                                                                                                                                                                                         MARK BAIN                                     INFORMATION
                                                                                                                                                                                                                                                                                                                                                                                            K1, K2 & K3 VILLA GROUND FLOOR BOTTOM
                                                                                                                                                                                                                                                                                                       Drawn By                        Designed By    Approved By
                                                                                                                                                                                                                                                                                                         JAL                             JM            JO
                                                                                                                                                                                                                                                                                                                                                                                            REINFORCEMENT PLAN
                                                                                                                                                                                                                                                                                                       Project No.                     Discipline     Scale

                                                                                                                                                                                                                                                               [email protected]                  20220173                        STRUCTURAL    As indicated           (at A1)

                                                                                                                                                                                                                                                                                                       Project Name
                                                                                                                                                                                                                                                               37 MARY ST NOOSAVILLE, QLD                                                                                                   Drawing No.                                      Revision
1        04.11.22 ISSUE FOR INFORMATION                                           JAL   JO                                                                                                                                                                                                               NOOSA VILLAS
                                                                                                                                                                                                                                                               07 5211 1003                                                                                                                  S111                                             1
Rev        Date       Description                                                 By    Chk                                                                                                                                                                                                              10 NATASHA AVE & 24 KATHARINA ST, NOOSA HEADS QLD
                                                                                                                                                                                                                                                                                                                                                               FULL SIZE ON ORIGINAL    0           10    20   30   40   50   60   70   80        90    100 mm